JPS60191074A - Manufacture of inorganic cured body - Google Patents
Manufacture of inorganic cured bodyInfo
- Publication number
- JPS60191074A JPS60191074A JP4767684A JP4767684A JPS60191074A JP S60191074 A JPS60191074 A JP S60191074A JP 4767684 A JP4767684 A JP 4767684A JP 4767684 A JP4767684 A JP 4767684A JP S60191074 A JPS60191074 A JP S60191074A
- Authority
- JP
- Japan
- Prior art keywords
- particle size
- cement
- reactive
- filler
- manufacture
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- 238000004519 manufacturing process Methods 0.000 title claims description 8
- 239000000945 filler Substances 0.000 claims description 20
- 239000002245 particle Substances 0.000 claims description 20
- 239000004568 cement Substances 0.000 claims description 14
- 238000002156 mixing Methods 0.000 claims description 9
- 238000009826 distribution Methods 0.000 claims description 7
- 239000000463 material Substances 0.000 claims description 7
- 239000010419 fine particle Substances 0.000 claims 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 5
- 230000000694 effects Effects 0.000 description 4
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 3
- 238000005452 bending Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 238000000465 moulding Methods 0.000 description 3
- 239000011398 Portland cement Substances 0.000 description 2
- 239000011400 blast furnace cement Substances 0.000 description 2
- 239000010881 fly ash Substances 0.000 description 2
- 239000002893 slag Substances 0.000 description 2
- 239000005909 Kieselgur Substances 0.000 description 1
- XUIMIQQOPSSXEZ-UHFFFAOYSA-N Silicon Chemical compound [Si] XUIMIQQOPSSXEZ-UHFFFAOYSA-N 0.000 description 1
- 239000011230 binding agent Substances 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 239000003638 chemical reducing agent Substances 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 230000000052 comparative effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 235000013399 edible fruits Nutrition 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 238000012856 packing Methods 0.000 description 1
- 239000010451 perlite Substances 0.000 description 1
- 235000019362 perlite Nutrition 0.000 description 1
- 230000000704 physical effect Effects 0.000 description 1
- 239000000843 powder Substances 0.000 description 1
- 230000009257 reactivity Effects 0.000 description 1
- 239000012783 reinforcing fiber Substances 0.000 description 1
- 239000000377 silicon dioxide Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 230000002747 voluntary effect Effects 0.000 description 1
Landscapes
- Porous Artificial Stone Or Porous Ceramic Products (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
(技術分野)
本発明はセメント材料に関するものであシ、通常のポル
トランドセメント、高炉セメント、スラグ等の系に、反
応性の粒度分布を考慮して添加することによシ、製品の
機械的特性を向上せしめた無機質硬化体の製法に関する
。Detailed Description of the Invention (Technical Field) The present invention relates to cement materials, which are added to systems such as ordinary Portland cement, blast furnace cement, and slag, taking into account the particle size distribution of reactivity. B. A method for producing an inorganic cured product that improves the mechanical properties of the product.
(背景技術)
セメントをバインダーとする無機質硬化体に、軽量骨材
等のはいった系において、各種のフィラーを添加し、物
性向上の検討を行なってきた。しかしながら、このよう
な無機質硬化体が種々の建築用板として使用されるにい
たシ、更に機械的特性の向上が一層望まれるにいたった
。(Background Art) Various fillers have been added to a system in which lightweight aggregates are added to an inorganic hardened body with cement as a binder, and improvements in physical properties have been investigated. However, as such cured inorganic products have been used in various construction boards, it has become even more desirable to have improved mechanical properties.
(発明の目的)
本発明は上記の要望に添うために提案されたもので、無
機質硬化体の比強度の向上をはかることを目的とする。(Objective of the Invention) The present invention was proposed in order to meet the above-mentioned demands, and an object of the present invention is to improve the specific strength of an inorganic cured product.
(発明の開示)
上記の目的を達成するため、本発明はセメントを主体と
する硬化体の製造において、粒径が平均20μm前後、
ブレーン値が2500〜4ooo、z/y前後の普通セ
メントを使用する場合、2f!Ii類以上の反応性フィ
ラーを用い、それぞれの反応件フイラ−の粒度分布が、
大きい方の粒度として10μm〜100μ川のかJ3囲
に90チ以上含まれているものと、細かい方の粒度とし
て10μm以下の範囲に90−以上含まれているものを
用い、かつ大きい粒度のフィラーと細かい方の粒度のフ
ィラーの重量比が5/1〜2/1であシ、セメントの配
合割合は全重量の30チ以上とすることを特徴とする無
機質硬化体の製法を発明の要旨とするものである。(Disclosure of the Invention) In order to achieve the above object, the present invention provides a method for producing a hardened material mainly composed of cement, with an average particle size of around 20 μm,
When using ordinary cement with a Blaine value of 2500 to 4ooo and around z/y, 2f! Using reactive fillers of class Ii or higher, the particle size distribution of each reactive filler is
The larger particle size is 10 μm to 100 μm or more, and the finer particle size is 90 or more in the range of 10 μm or less. The gist of the invention is a method for producing an inorganic hardened material, characterized in that the weight ratio of filler with a finer particle size is 5/1 to 2/1, and the blending ratio of cement is 30 inches or more of the total weight. It is something.
次に本発明の詳細な説明する。なお実施例は一つの例示
であって、本発明の精神を逸脱しない範囲で、柚々の変
更あるいは改良を行いうることは云うまでもない。Next, the present invention will be explained in detail. It should be noted that the embodiments are merely illustrative, and it goes without saying that various changes and improvements can be made without departing from the spirit of the present invention.
本発明はセメント主体の硬化体の製造において、通常の
セメントラ使用する場合、フィラーとして反応性フィラ
ーを使い、粒度分布を異にする2種類以上のフィラーを
使用することによって、比強度の向上を目的とするもの
である。The purpose of the present invention is to improve the specific strength by using a reactive filler as a filler and using two or more types of fillers with different particle size distributions in the production of cement-based hardened bodies when using ordinary cementora. That is.
セメントとしては、ポルトランドセメント、高炉セメン
ト、スラグ等、特に規定しない。またブレーン値として
は3000 crnx/p前後(2500〜4000c
rn2/y)の通常のものでよい。また、反応性フィラ
ーとしては次のようなものを添加する。As for cement, portland cement, blast furnace cement, slag, etc. are not particularly specified. Also, the Blaine value is around 3000 crnx/p (2500-4000c
rn2/y) may be used. In addition, the following reactive fillers are added.
(A) 大きい粒度の反応性フィラーとしては、10〜
100μmの範囲に90%以上はいるもの、(反応性で
あれば2種以上混合されてもよい)例えば、フライアッ
シュ、白土、ケイソウ上等
(B)10μm以下の範囲に90チ以上のもの(反応性
であれば2種以上混合されてもよい)例えばシリコンダ
スト、フライアッシュ粉砕品。(A) As a reactive filler with a large particle size, 10 to
90% or more in the range of 100 μm (2 or more types may be mixed as long as they are reactive) such as fly ash, clay, diatomaceous earth, etc. (B) 90% or more in the range of 10 μm or less ( (Two or more types may be mixed as long as they are reactive) For example, silicon dust, pulverized fly ash.
珪石粉等
しかして(蜀と(B)の混合比率は重量比でA/B =
s/l〜2/1であシ、粒度範囲について重なる分布
がふえると効果がない。また、 (A) 、 (B)そ
れぞれを単独で使用しても、大きな効果はでない。なお
A/B比率について位5/1以上ではA単独として使用
した場合とかわらず、また2/1以下であればB単独と
して使用した場合とかわらない。Silica powder, etc. (The mixing ratio of Shu and (B) is A/B = weight ratio)
If the overlapping distribution increases in the particle size range from s/l to 2/1, there will be no effect. Further, even if each of (A) and (B) is used alone, there is no great effect. Note that when the A/B ratio is 5/1 or more, there is no difference when using A alone, and when it is 2/1 or less, there is no difference when using B alone.
なお、使用する材料としてはパーライト等の軽量骨材や
補強繊維の添加も可能である。また、減水剤等が添加さ
れてもよい。Note that it is also possible to add lightweight aggregates such as perlite and reinforcing fibers to the materials used. Additionally, a water reducing agent or the like may be added.
また混水比としては固形分に対して30i量チ以下、好
ましくは20i景チ以下がよい。The mixing ratio of water to the solid content is preferably 30 parts or less, preferably 20 parts or less.
セメントの配合割合は全重量の30チ以上が好ましく、
30%未満では曲げ強度が低下するので実用上好ましく
ない。The blending ratio of cement is preferably 30 inches or more of the total weight,
If it is less than 30%, the bending strength decreases, which is not preferred in practice.
また、材料の混合は均一に混合されればよく、4:Jに
規制しない。Further, the mixing of the materials is not limited to 4:J as long as they are mixed uniformly.
成型法も、注型、押し出し、ロール成型等、特に制限し
ない。The molding method is not particularly limited, and may include casting, extrusion, roll molding, etc.
養生は、50’C以上、好ましくは60°C以上の湿潤
下がよい。これはポゾラン反応をおこさせるためである
。(常温であれば4週間以上の養生が好ましい)期間は
3日以上、好ましくは1週間以上がよい。乾燥は、自由
水が飛ぶ程度に行なうのがよい。Curing is preferably carried out at a temperature of 50°C or higher, preferably 60°C or higher in a humid environment. This is to cause a pozzolanic reaction. (Curing for 4 weeks or more is preferable at room temperature) The period is 3 days or more, preferably 1 week or more. It is best to dry to the extent that free water evaporates.
次に第1表に本発明方法によるセメント、大きい粒度の
反応性フィラー、小さい粒度の反応性フィラー及び軽量
骨材の配合割合及びそれによる製品の*密麻乃γメ曲げ
強廖を示+。Next, Table 1 shows the blending ratios of cement, large-grained reactive filler, small-grained reactive filler, and lightweight aggregate, and the resulting bending strength of the product.
すなわちセメント、反応性フィラー、@量骨材を所定の
通夛配合し、水を添加せずに充分混合してから、次に徐
々に所定の水を添加、混合した。That is, cement, reactive filler, and aggregate were blended in a predetermined amount and thoroughly mixed without adding water, and then a predetermined amount of water was gradually added and mixed.
(オムニミキサーを使用)
次に金型に月別を充填し、成型圧20 Kp/cm 2
で成型する。前置20°Ox6時間後脱型して80°C
x120時間養生し、60°Ox 24時間乾傾きせた
。サンプル形状は、厚さ20訴、幅401F−1長さ1
60藺とした。(Using an omni mixer) Next, fill the mold with the mold and molding pressure 20 Kp/cm 2
Mold with. Pre-incubate at 20°Ox for 6 hours and then demold at 80°C.
It was cured for 120 hours and then dried at 60°Ox for 24 hours. The sample shape is 20mm thick, 401F-1 wide, 1mm long
It was set at 60.
試験は高滓製作所製のオートグラフを用い、曲は強度の
測定を行った。スパンはxoCrnbヘッドスピードは
O,Sn2分で行った。The test used an autograph manufactured by Takasugi Seisakusho, and the strength of the songs was measured. The span was performed at xoCrnb head speed of O and Sn for 2 minutes.
第1図は高密度と曲げ強度との関係を示す。FIG. 1 shows the relationship between high density and bending strength.
(発明の効果)
叙上のように本発明によれば、セメントに対して大きい
粒度の反応性フィラー及び小さい粒度の反応性フィラー
を混合することにより、製品の機械的特性を向上せしめ
うる幼果を有するものである。又フィラーにおいては粒
度が]fならぬように配合せしめることによシ、最密充
填を可能とする効果をも有するものである。(Effects of the Invention) As described above, according to the present invention, by mixing a reactive filler with a large particle size and a reactive filler with a small particle size with cement, a young fruit that can improve the mechanical properties of a product is produced. It has the following. In addition, by blending the filler so that the particle size does not become ]f, it also has the effect of enabling close packing.
第1図は本発明の製品及び比較例の嵩密度及び曲は強度
との関係を示す。
牛1許出願人
第1図
私1a L (f) [cl/ern3)手続?…正害
(自発)
昭和59年 7月31日
特許庁長官 志 賀 学 殿
1、事件の表示
昭和59年 特 許 願 第47676号2、発明の名
称
無機質硬化体の製法
3、補正をする右
事件との関係 特許出願人
名 称 (583)松下電工株式会社
4、代 埋 人 〒160
住 所 東京都新宿区西新宿7丁目5番10号第2ミゾ
タビルディング7階
6、補正の内容
明細書第2頁第1行目の「反応性の粒度分布」を[反応
性フィラーの粒度分布Jと訂正する。FIG. 1 shows the relationship between bulk density and curvature of products of the present invention and comparative examples and strength. Cow 1 Applicant Figure 1 I 1a L (f) [cl/ern3) Procedure? ...Justice and harm (voluntary) July 31, 1980 Manabu Shiga, Commissioner of the Patent Office1, Indication of the case 1982 Patent Application No. 476762, Title of invention Process for manufacturing inorganic cured product 3, Right to amend Relationship to the case Patent applicant name (583) Matsushita Electric Works Co., Ltd. 4, President 160 Address 2nd Mizota Building 7th floor 6, 7-5-10 Nishi-Shinjuku, Shinjuku-ku, Tokyo Statement of contents of amendment No. "Reactive particle size distribution" in the first line of page 2 is corrected to "Particle size distribution J of reactive filler."
Claims (1)
均20μm前後、ブレーン値が2500〜4000(7
)2/f前後の普通セメントを使用する場合、2種類以
上の反応性フィラーを用い、それぞれの反応性フィラー
の粒度分布が、大きい方の粒度として10μm〜100
μmの範囲に90q6以上含まれているものと、細かい
力の粒度として10μm以下の範囲に90%以上含1れ
ているものを用い、かつ大きい粒度のフィラーと細かい
方の粒度のフィン−の重量比が5/1〜2/1であシ、
セメントの配合割合は全重量の30%以上とすることを
特徴とする無機質硬化体の製法。In the production of hardened materials mainly composed of cement, particles with an average particle size of around 20 μm and a Blaine value of 2500 to 4000 (7
) When using ordinary cement around 2/f, two or more types of reactive fillers are used, and the particle size distribution of each reactive filler is 10 μm to 100 μm as the particle size of the larger one.
The weight of the filler with a larger particle size and the fin with a finer particle size, using fillers containing 90q6 or more in the μm range and 90% or more in the fine particle size of 10 μm or less. The ratio is 5/1 to 2/1,
A method for producing an inorganic hardened material, characterized in that the mixing ratio of cement is 30% or more of the total weight.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP4767684A JPS60191074A (en) | 1984-03-13 | 1984-03-13 | Manufacture of inorganic cured body |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP4767684A JPS60191074A (en) | 1984-03-13 | 1984-03-13 | Manufacture of inorganic cured body |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS60191074A true JPS60191074A (en) | 1985-09-28 |
Family
ID=12781874
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP4767684A Pending JPS60191074A (en) | 1984-03-13 | 1984-03-13 | Manufacture of inorganic cured body |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS60191074A (en) |
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH01320243A (en) * | 1988-06-22 | 1989-12-26 | Sekisui Chem Co Ltd | Lightweight cement composition |
JPH01320241A (en) * | 1988-06-22 | 1989-12-26 | Sekisui Chem Co Ltd | Cement composition |
JPH01320242A (en) * | 1988-06-22 | 1989-12-26 | Sekisui Chem Co Ltd | Lightweight cement composition |
JPH02307852A (en) * | 1989-05-23 | 1990-12-21 | Daiken Trade & Ind Co Ltd | Method for manufacturing inorganic plate-like material |
JPH03261638A (en) * | 1990-03-12 | 1991-11-21 | Onoda Cement Co Ltd | Hydraulic cement |
FR2801049A1 (en) * | 1999-11-16 | 2001-05-18 | Ciments D Obourg Sa | DAIRY-BASED ULTRA-HIGH PERFORMANCE CONCRETE COMPOSITION |
US6893751B2 (en) | 2001-03-02 | 2005-05-17 | James Hardie Research Pty Limited | Composite product |
-
1984
- 1984-03-13 JP JP4767684A patent/JPS60191074A/en active Pending
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH01320243A (en) * | 1988-06-22 | 1989-12-26 | Sekisui Chem Co Ltd | Lightweight cement composition |
JPH01320241A (en) * | 1988-06-22 | 1989-12-26 | Sekisui Chem Co Ltd | Cement composition |
JPH01320242A (en) * | 1988-06-22 | 1989-12-26 | Sekisui Chem Co Ltd | Lightweight cement composition |
JPH02307852A (en) * | 1989-05-23 | 1990-12-21 | Daiken Trade & Ind Co Ltd | Method for manufacturing inorganic plate-like material |
JPH03261638A (en) * | 1990-03-12 | 1991-11-21 | Onoda Cement Co Ltd | Hydraulic cement |
FR2801049A1 (en) * | 1999-11-16 | 2001-05-18 | Ciments D Obourg Sa | DAIRY-BASED ULTRA-HIGH PERFORMANCE CONCRETE COMPOSITION |
WO2001036345A1 (en) * | 1999-11-16 | 2001-05-25 | S.A. Ciments D'obourg | Microgranular concrete composition based on slag cement |
US6893751B2 (en) | 2001-03-02 | 2005-05-17 | James Hardie Research Pty Limited | Composite product |
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